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NOTES: C <br /> 1.ON ALL CURB RETURNS A 1/2'EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN THE BACK OF CURB AND THE SIDEWALK OR WALKWAY FOR THE ENTIRE LENGTH OF <br /> THE RETURN. — <br /> 2.LONGITUDINAL CONSTRUCTION JOINT REQUIRED AT THE MID POINT OF SIDEWALK OR WALKWAY 10'OR WIDER. <br /> 3.W=WIDTH OF SIDEWALK.CONSTRUCTION JOINTS TO BE SPACED PER WIDTH OF SIDEWALK. <br /> 28'TO 32' <br /> T <br /> SIDEWALK OR WALKWAY MAY MEANDER ~ CO <br /> W W TOOLED <br /> CONSTRUCTION JOINT 1/2�TOOLED EDGE LL o 0 <br /> E N P <br /> = U E <br /> B„ 5 <br /> 2"CONCRETE CAP CL U e w <br /> a <br /> �PREMOLD EXPANSION ° o <br /> JOINT FILLER <br /> 1/2"EXPANSION JOINT AT 28'TO 32' A W •.�, 5 0 <br /> 2"HONED BLOCK CAP INTERVALS.AT COLD JOINTS AND AT - EAPANSIONJOINT <br /> C-ONYX - BEGINNING AND END OF RETURN. y <br /> EXPANSION JOINTS TO MATCH LOCATION OF •., <br /> 8'k4'kl b"MUTUAL MATERIALS 8"X4"X16'HONED BLOCK CURB AND GUTTER EXPANSION JOINT. °' o <br /> R h W <br /> HONED BLOCK ECHLON TRENDSTONE PLAN <br /> O C-DRIFTWOOD C-MALIBU SAND 1/4" a <br /> WIDTH ��L 1/8"RADIUS <br /> VARIES VARIES <br /> Q Q Q 8"LETTERS FINISHED GRADE MEANDERS <br /> 5"LETTERS J11U <br /> 6 SIGN COMPANY TO SUBMIT <br /> SHOP DRAWINGS. _ — - 1/2"RADIUS <br /> —III_ LANDSC 6"MINIMUM <br /> APE OR CROSS SLOPE 2%MA%. <br /> - _ TURF PER PLAN <br /> =III TYPE 1 TYPE 2 <br /> AGGREGATE BASE ■ ■ <br /> CONC.FOOT'G 4 L SVS% \ CONSTRUCTIONJOINT <br /> *SIZE AND REINF. TYPE 2 AGGREGATE BASE(IF REQUIREDI �� <br /> BY ENGINEERING COMPACT PER SOILS REPORT �qm <br /> 6"MIN. <br /> TYPICAL SECTION <br /> Sign Monument ��EntFeature Wall - Section T Conc. SidewalkDetailsScale: 1/2"=1'-0" SUBMIT SHOP DRAWINGS =1'-0" Scale:N.T.S. ■ ■ <br /> 2"HONED BLOCK CAP <br /> C-ONYX <br /> 8'k4"x16"MUTUAL MATERIALS 2"CONCRETE CAP <br /> HONED BLOCK <br /> C-DRIFTWOOD <br /> CEDAR FENCE <br /> 6'-3"}Yp. 1'_4" <br /> 6 0" 6'-0" 6 0" - Lv i <br /> 8"X4"X16"HONED BLOCK • •�• Z <br /> Ix6 CEDAR PLANK. ECHLON TRENDSTONE <br /> C-MALIBU SAND Q L j O <br /> STAINED AND SEALED. N <br /> CONTRACTOR TO SUBMIT 1 Z <br /> SAMPLES. FINISHED GRADE 0 <br /> 2 <br /> 3x3 STEEL POST. - W L1J N <br /> 4 COLOR:SATIN BLACK Q Q <br /> WEATHER SEALED. N U 3 <br /> FINISHED GRADE _ N <br /> W <br /> ICONC.FOOT'G: Q W <br /> *SIZE AND REINF. F— <br /> BY ENGINEERING /'1/ Z W <br /> LQ/L— L U <br /> LL <br /> Cedar Fence -Elevation Entry Column - Elevation n Ent Feature Column - Section <br /> 2'3a Scale:1/2"=1'-0" �' Scale:1/2"=1'-0" 2'2a Scale: 1/2"=1'-0" <br /> 3" ■ ■ <br /> REVISIONS: <br /> I V-0"ENTRY/9'-0"EXIT 11`0'ENTRY/9'-0"EXIT 1 1 Q <br /> 1/4"x 3 ALUM.PLT.(EA.SIDE) d <br /> WELDED CONNECTIONS PROJECT#: <br /> POWDER COAT:RAL 7022 1x6 CEDAR PLANK. <br /> CAR 107 <br /> 3"SQ.ALUM.TB.FRAME STAINED AND SEALED. <br /> BETWEEN EACH SIDE 4 CONTRACTOR TO SUBMIT SCALE: <br /> 2"GAP(TYP.) SAMPLES. AS NOTED <br /> g' SQ.TB.STL.SUPPORT POST 3x3 STEEL POST. <br /> ISSUED FOR: <br /> POST TO BESET INSIDE ENTRY COLOR:SATIN BLACK <br /> COLUMNS. WEATHER SEALED. REVIEW <br /> SIZE TO BE SPEC'D BY GATE CONTRACTOR AND FINISHED GRADE DRAWN BY: <br /> APPROVED BY GREEY I PICKETT CONCRETE FOOTER TEAM <br /> HARDWARE DATE: <br /> SUBMIT FOR APPROVAL <br /> � 04.07.2022 <br /> \; <br /> DRAWING: <br /> zo'-s'ENTRY/16-01'EXIT r-a' � HARDSCAPE DETAILS <br /> SHEET: <br /> te - Elevation Cedar Fence - SectionI • 1�,��Entry <br /> " SUBMIT SHOP DRAWINGS 2'3b Scale:1/2"=1'-0" L I <br /> PAGE: <br /> 16 OF 19 <br />